Perform hydraulic calculations according to data given: 1. Minor and friction losses. 2. Hydraulic friction coefficient...

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Perform hydraulic calculations according to data given: 1. Minor and friction losses. 2. Hydraulic friction coefficient λ. 3. Fluid flow velocities. 4. Flow-rate. 5. Draw Bernoulli equation Schedule (piezometric and hydrodynamic lines) Data: P01 = ? density of the fluid kinematic viscosity of fluid 0,31, d₁ length length diameter diameter equivalent pipe wall roughness height gauge pressure at the point of 1 sharp edged bend l₁ d₁ 48 p=1280-30-n, v=(2,1-0, 1-n) ·10-6, 1₁ = 180 + 3 n, 12 = 130 + 3.n, 12 d₂ d₁ = 90 + 4.n, d₂ 150+ 3 n, = Ae0,1 + (1,2-0,1.n), H 12,0+ 0,3-n, Pol = 150+ 4,5-n, B = (37+n)°. 0,51, d₂ H kg/m³; m²/s; m; m; mm; mm; mm; m; kPa; Perform hydraulic calculations according to data given: 1. Minor and friction losses. 2. Hydraulic friction coefficient λ. 3. Fluid flow velocities. 4. Flow-rate. 5. Draw Bernoulli equation Schedule (piezometric and hydrodynamic lines) Data: P01 = ? density of the fluid kinematic viscosity of fluid 0,31, d₁ length length diameter diameter equivalent pipe wall roughness height gauge pressure at the point of 1 sharp edged bend l₁ d₁ 48 p=1280-30-n, v=(2,1-0, 1-n) ·10-6, 1₁ = 180 + 3 n, 12 = 130 + 3.n, 12 d₂ d₁ = 90 + 4.n, d₂ 150+ 3 n, = Ae0,1 + (1,2-0,1.n), H 12,0+ 0,3-n, Pol = 150+ 4,5-n, B = (37+n)°. 0,51, d₂ H kg/m³; m²/s; m; m; mm; mm; mm; m; kPa;

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To perform hydraulic calculations based on the given data we can use the DarcyWeisbach equation for head loss ... View the full answer